response plans

                                                                                                                                                                                                                                                                                                                                                                                                                                                NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                ·   ALL WALLS OTHER THAN REINFORCED BLOCKWORK ARE TO BE A DESIGN AND CONSTRUCT ITEM.
                                                                                                                                                                                                                                                                                                                                                                                                                                                ·   WHERE AN ITEM OF THE WORKS (EG RETAINING WALL, TRUSS, SHORING, PILES, WATER QUALITY DEVICE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                    IS NOMINATED AS 'DESIGN AND CONSTRUCT' OR AS A PROPRIETARY ITEM, THE PRODUCT IS TO BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                    DESIGNED AS A SYSTEM AND CONSTRUCTED BY THE CONTRACTOR AS PART OF ITS CONTRACT ACTIVITIES,
                                                                                                                                                                                                                                                                                                                                                                                                                                                    WITH CERTIFICATION (DESIGN & CONSTRUCTION) BY A REGISTERED PROFESSIONAL ENGINEER OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                    QUEENSLAND. THE DESIGNER IS TO MAKE ALLOWANCE FOR ALL LOADS, FIXINGS AND PENETRATIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                    THAT ARE SHOWN ON THE PROJECT DRAWINGS OR THAT CAN BE REASONABLY ANTICIPATED.
                                                                                                                                                                                                                                                                                                                                                                                                                                                ·   ALTERNATIVES TO ANY NOMINATED SYSTEM WILL BE CONSIDERED BUT MUST BE AGREED IN WRITING BY
                                                                                                                                                                                                                                                                                                                                                                                                                                                    THE SUPERINTENDENT AS BEING EQUIVALENT IN BOTH PERFORMANCE AND AESTHETICS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                ·   ALL INFORMATION RELATING TO THE SYSTEM AND THE INVESTIGATION UNDERTAKEN MUST BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                    SUBMITTED TO SUPERINTENDENT PRIOR TO THE COMMENCEMENT OF THE CONSTRUCTION, INCLUDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                    DESIGN CERTIFICATION. THE INVESTIGATION AND DESIGN OF THE SYSTEM SHALL BE COMPLETED TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                    INCLUDE BUT NOT LIMITED TO AS4678, TEMPORARY SHORING OR SUPPORTS, FOOTINGS, BACKFILL,
                                                                                                                                                                                                                                                                                                                                                                                                                                                    PENETRATIONS, AND ANY FIXINGS SUCH AS FENCES AND HANDRAILS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                ·   WHERE AVAILABLE GEOTECHNICAL INFORMATION IS DEFICIENT, THE DESIGNER SHALL COMPLETE THEIR
                                                                                                                                                                                                                                                                                                                                                                                                                                                    OWN GEOTECHNICAL INVESTIGATION OF THE GROUND CONDITIONS OF THE SITE INCLUDING WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                    TABLE LEVEL AND SURCHARGE / LIVE LOADS APPLICABLE.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NOTE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                · CUT: -96.5M3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                · FILL: 679M3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                · BALANCE: 582.5M3 (IMPORT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                · RETAINING WALL: UP TO 2M




                                                                                                                                                                                                                                                                                   20.00

                                                                                                                                                                                                                                                                                                      UP




                                                                                                                                                                                                                                                                                                                                         FFL 20.300m



                                                                                                                                                                                                                                                                                                                                                                                                                                            E




                                                                                                                                                                                                                                                                                                                                                                                                      20.00
                                                                                                                                                                                                                                                                                                                                                                                                                                        E

                                                                                                                                                                                                                                                                                                                                                                                                                                    E

                                                                                                                                                                                                                                                                                                                                                                                                                              E

                                                                                                                                                                                                                                                                                                                                                                                                                      E
                                                                                                                                                                                                                                                                                                                                                                                                WM


                                                                                                                                                                                                                                                                                                                                                                                                 WM
                                                                                                                                                                                                                                                                                                                                                                                                                  E

                                                                                                                                                                                                                                                                                                                                                                                                              E

                                                                                                                                                                                                                                                                                                                                                                                                        E



                                                                                                                                                                                                                                                                                                                                                                                           EE

                                                                                                                                                                                                                                                                                                                                                                                  EE
                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                             20.0                                                                                                                            EE

                                                                                                                                                                                                                                                                                                                                                                        EE

                                                                                                                                                                                                                                                                                                                                                                   EE

                                                                                                                                                                                                                                                                                                                                                              EE

                                                                                                                                                                                                                                                                                                                                                      EE

                                                                                                                                                                                                                                                                                                                                                EE

                                                                                                                                                                                                                                                                                                                                    EE
                                                                                                                                                                                                                                                                                                                    H

                                                                                                                                                                                                                                                                                                                        EE

                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                                                                                                                                                           EE
                                                                                                                                                                                                                                                                                                 E

                                                                                                                                                                                                                                                                               E                 EE
                                                                                                                                                                                                                                                                E
                                                                                                                                                                                                                                                                                EE
                                                                                                                                                                                                                                                E

                                                                                                                                                                                                                                E                                   EE
                                                                                                                                                                                                                               WM




                                                                                                                                                                                                                                                    EE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  THIS DRAWING IS BEST
                                                                                                                                                                                                                                    EE                                                                                                                                                                                                                                                           VIEWED IN COLOUR AND
                                                                                                                                                                                                                    EE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ON AN ELECTRONIC DEVICE
                                                                                                                                                                                                      EE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROJECT NORTH

                                                                                                                                                                                       EE

                                                                                                                                                                        EE

                                                                                                                                                         EE

                                                                                                                                          EE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      J:\2021\21308\05_DRAWINGS\DRG\SK-C1000.DWG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DIMENSIONS IN METRES EXCEPT WHERE                     A1 UNREDUCED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SHOWN OTHERWISE. CULVERT AND PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SIZES IN MILLIMETRES                                  A3 REDUCED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SCALES                                          UNREDUCED / REDUCED

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0   2.0   4.0   6.0   8.0   10.0 m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1 : 200 / 1 : 400



                                                                                                                                                                                                                                                                                                                                                     PLAN                                                                                                                     STATUS
                                                                                                                                                                                                                                                                                                                                                     SCALE 1:200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PRELIMINARY
                                                                                                                                                                                               DWN         DES     CHK       APP                                                                                                                                                       CLIENT                             PROJECT                        SUBJECT                                                    PROJECT No.
    SCAN QR CODE TO
                                                                                     REV         DATE         DESCRIPTION
                                                                                                                                                                                                                                         ASSOCIATED CONSULTANTS                                            APPROVED                       CHECKED
                                                                                                                                                                                                                                                                                                                                                                                       I2C ARCHITECTS PTY LTD             NOOSAVILLE TYRE                                                                               21308




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1/10/2021 3:15:51 PM
    CONFIRM CURRENT
                                                                                       A      01.10.21         RFI RESPONSE                                                                   ABU          KN
                                                                                                                                                                                                                                                                                                                                                                                                                                                         EARTHWORKS LAYOUT
    DRAWING REVISION
                                                                                                                                                                                                                                                                                                                             7729                                                                                         AND AUTO                       PLAN                                                       DRAWING No.         REVISION
                                                                                                                                                                                                                                                                                                                             RPEQ
    http://docs.bornhorstward.com.au/revision/
                                                                                                                                                                                                                                                                                                       DATE                              DATE
                                                                                                                                                                                                                                                                                                                                                                                                                          RETAIL DEVELOPMENT                                                                         SK-C1000                A
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
                                                                                                                                                                                                                                                                                                                                                                                                                                                     0       10    20    30     40     50                               100       ORIGINAL SIZE A1